Doubly-propped embedded retaining walls in clay
A series of centrifuge tests and finite element analyses have been carried out to investigate the behaviour of multi-propped retaining walls of varying embedment depth, construction sequence and pre-excavation lateral stresses. The results are reasonably consistent and are discussed with reference to their design implications. (A)
| Author | Richards, DJ,Powrie, W | Pages | 40 |
|---|---|---|---|
| Date | 01/01/1995 | Reference | TRL128 |
| ISBN | 1-84608-127-0 | ISSN | 0968-4107 |
